HomeMy WebLinkAboutProduct Approval Company: The Home Depot At Home Services Job Description: Replacing 5 windows size fc
Prepared By: Amber
Client Name: Bond Project Number: 8109688
-„Version SOA
DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING
Design Data Building Data
Wind Velocity(mph) 160 Mean Roof Height 12
Risk Category 2 Building Width(ft) 32
Exposure Category D Building Length(ft) 30
Directionality Factor 0.85 Roof Slope (x:12) 3
Internal Pressure Coefficient+/- 0.18
Design pressures listed below are: Allowable Stress
OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE
MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF)
1 9700-1PNL BI 5 5 48 48 39.4 -51.9
2 9700-SH BI 5 5 32 48 40.5 -54.1,,
3 9700-1PNL BI 5 5 48 48 39.4 -51.9
4 9700-SH BI 5 5 32 37 40.6 -54.4
5 9700-SH BI 5 5 32 48 40.5 -54.1
A
Width of End ZontQ feeii�� s
5 h
s l 0 4 a
. ” Y
i
�Q 5 5
STRUCTUR158 INTERNATIONAL,LLC
„.f;aova�:nq$<rr;..s.r'se'u*.b`it^3£>GL+'s3;lfix �3svray
4/16/2015 10:00 AM
Florida Building Code Online Pagel of 3
PGT Vinyl Impact Horizontal Sliding Window.(HVHZ)
F
�€ vn BCIS Home Log In E User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff € BCIS Site Map Links Search
Ho#ua Nepaarrt ntt"
Bushe
Professia, e�pE Product Approval
USER:Public User
Regulation
Product Approval Menu>Product or Application Search>Application List>Application Detail
i
FL# FL242-R16
' Application Type Revision
Code Version 2010
Application Status Approved
*Approved by DCA.Approvals by DCA shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments_
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100, Ext 22318
druark@pgtindustries.com
.Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative —
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
a, c�
Product Approval Method Method 1 Option A
http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7x... 6/7/2013
Florida Building Code Online Page 2 of 3
Date Submitted 05/07/2013
Date Validated 05/08/2013
Date Pending FBC Approval
Date Approved 05/20/2013
,Summary of Products
FL# Model,Number or Name IlDescription
242.1 HR-210(Non-Impact) IIAluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R16 C CAC 11-1201.04 HR210.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/05/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R16 II 11-1201.04 HR210.odf.
Acceptance(NOA)for product performance information, Verified By:.Miami-Dade.BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.2 JFHR-510(Large Missile Impact) WinGuard Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R16 C CAC 11-1114.06.Ddf
nDraxp�,�5 a,9Qutside HVHZ:Yes Quality Assurance Contract Expiration Date
I act Resistant: 02/17/2016
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R16 II 11=1114.06,pdf
Acceptance(NOA)for product performance information, _Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.3 HR-610(Non-Impact) lWinGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R16 C CAC 11-1114.05.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/27/2016
Design Pressure:N/A Installation Instructions
Other:Please seethe Miami-Dade County Notice of FL242 R16 II 11-1114.05_pdf
Acceptance(NOA)for product performance information,.' Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party: .
information. Evaluation Reports
Created by Independent Third Party:
242.4 HR-710(Impact) JjWinGuard Aluminum Horizontal Roller Window
Limits'of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242, R16—C CAC 11-1114.04.pdf
Approved for•use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/21/2016
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R16 -II 11-1114.04.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.5 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R16 C CAC 12-0718.06 LM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/01/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R16 II 12-0718._06 LM.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.6 HR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate'
Approved for use in.HVHZ:Yes FL242 R16 C CAC 12-0718.05 SM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/01/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R16 II 12-0718.05 SM.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
`http://Roridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDquUsDrhuM3DGCgL7x... 6/7/2013
M !' MIAMI-DADE COUNTY,FLORIDA
( + PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175—2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315---2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wivw.miatni(lade.gov/Vera/
PGT Industries
1070 Technology Drive .
Nokomis,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-
Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami=Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA reserves the right to revoke this acceptance, if it is .determined by Miami-Dade County Product
Control Section that this product or material fails to meet the requirements of,the applicable building code.
This product is approved as described herein, and has.been designed to comply with the Florida Building
Code, uc
DESCRIPTION: Series "HR--510"White PVC Horizontal Roller Window -L.M.I,
APPROVAL DOCUMENT: Drawing o. 91- ,tit ed "Vinyl Horiz. Roller Window, Impact-resistant
,sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11,
signed and sealed by Anthony Lynn Miller,P.E,,bearing the Miami-Dade County Product Control Revision
stamp with the Notice of Acceptance number and'Expiration date by the Miami-Dade County. Product
Control Section.
ISSILE IMPACT RATING: Large and Small:Missile Im act Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County.Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done.in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 09-0901.07 and consists of this page 1 and evidence pages E-1 and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
=Februaryl7,2016
114.06
MIAMI-DADE COUNTY
_ Cf9 Ex ,2016A ,2012age1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 09-0901.07)
2. Drawing No. 5191-2, titled"Vinyl Horiz. Roller Window,Impact-resistant", sheets 1
through 10 of 10,prepared by PGT Industries,dated 01/18/10, with revision"C",
dated 10/17/11, signed and sealed by Anthony Lynn Miller,P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 24113.2.1,,and TAS 202-94
along with marked-up drawings and installation diagram of HR-510 vinyl horizontal
sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-5916,dated 06/18/09, signed and sealed by Julio E. Gonzalez, P.-E.
(Submitted under NOA No. 09-0901.07)
C. CALCULATIONS: ,
1. Anchor.Calculations, and structural analysis, complying with FBC-2007, prepared by
manufacturer,dated 08/20/09,signed and sealed-by Robert L. Clark,P.E.
(Submitted under NOA No. 09-0901.07)..
2. Glazing complies with ASTM E1300-02/04.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc.
for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17.
F. STATEMENTS
1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009
supplement) and FBC:2010, dated 10/25/11, signed and sealed by Anthony Lynn
Miller,P. E.
2. Statement letter,of no financial interest and independence, dated 10/25/11, signed and
sealed by Anthony Lynn Miller,P. E.
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No. 11-1114.06
Expiration Date: February 17,2016
Approval Date: February 09,2012
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
3. Letter of Adoption of as his Own, the Work of another Engineer per Section
61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Miller,P. E.
4. Statement letter of conformance, dated 08/20/09, signed by Robert L. Clark,P.E.
(Submitted under NOA No. 09-0901.07)
5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert
L. Clark,P. E.
(Submitted under NOA No. 09-0901.07)
6. Laboratory compliance letter for Test Report No. FTL=5916, issued by Fenestration
Testing Laboratory, Inc.,dated 06/18/09, signed and'sealed by Julio E. Gonzalez,P. E.
(Submitted under NOA No. 09-0901.07)
G. OTHERS ' -
1. Notice of Acceptance No. 09-0901.07; issued to PGT Industries, Inc. for their Series
HR 510 White PVC Horizontal Roller Window—L.M.I., approved on 02/17/10 and
expiring on 02/17/2015.
Jaime D.Gascon, .E.
Product Control Section Supervisor
NOA No. 11-1114.06
Expiration Date: February 17,2016
Approval Date: February 09,2012
E--2
®IMPACT-RESISTANT HORIZONTAL ROLLER r2 5/8'MAX.TYP. 4'O.C.MA 'TYP. 21/4"MAX I-- ®, Design Pressure Rating Impact Rating
1 X. TYP. I
+60/-70 PSF Large and Small Missile Impact
BOX FRAME AND INTEGRAL'FIN WINDOWS (Y bn wn'NmpdNaca" 0—.0
+601-70 PSF Large Missile Impact Only
n uMry n nmeJM,poMe�•mP)
GENERAL NOTES:
1.GLAZING OPTIONS:
A:7/8"IG-5116"H/H-SGP+7/16"-AIR+10A CAP
B.7/8"IG-5/16"H/H-SGP+7/16"-AIR+1/8"T CAP w 0
p NOA DRAWING TABLE OF CONTENTS
2.CONFIGURATIONS:XO AND OX, O SHEET
3.DESIGN PRESSURES:+601-70 PSF(ALL GLASS TYPES LISTED) z GENERAL NOTES....................................1
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE w N " ELEVATIONS............................................1
AND GLASS TABLES ASTM E 1300-02. v v E a GLAZING DETAILS...................................2-3
B.POSITIVE DESIGN LOADS BASED ON WATER TEST ro p a us SECTIONS,I.F.FRAME............................4
`O SECTIONS,BOX FRAME.........................5
PRESSURE AND GLASS TABLES ASTM E 1300.02. 1 a i PARTS LIST.............................................:6
EXTRUSIONS............................................7
4.SHUTTERS ARE NOT REQUIRED. ANCHORAGE SPACING,BOX FRAME...8
6.ANCHORAGE:ANCHOR SHALL BE AS LISTED AND SPACED AS X Q ANCHORAGE DETAILS,BOX FRAME.....9
SHOWN ON DETAILS.ANCHOR EMBEDMENT TO SUBSTRATE
_. ANCHORAGE DETAILS,I.F.FRAME.......10
SHALL BE BEYOND WALL DRESSING OR STUCCO.THE 33113%
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS e
PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL •32 314 VENT DLO WIDTH 32 9116 FIXED DLO WIDTH
SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR INTEGRAL FIN
MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 73"MAX. MAX.SIZE=73"X 62"
BUILDING CODE.APPROVED ANCHORS:1,#10 STEEL SCREW(GS) 761/4"FRAME O.D.
2,3116-ELCO ULTRACON.
6.REFERENCES:TEST REPORTS FTL-5916;ELCO TEXTRON NOA 73"MAX.
07.0425.01;ANSI/AFBPA;NDS-2005 FOR WOOD CONSTRUCTION;. 32 9/16 FIXED DLO WIDTH
ADM-2005 ALUMINUM DESIGN MANUAL. 32 3/4 VENT DLO WIDTH
7.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY '
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
B.SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT
FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS. W
W =
9.ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE PR011UCfRBVISBD
AND FLANGE OR FIN.OVERALL SEALING/FLASHING STRATEGY
o / /
FOR WATER RESISTANCE OF INSTALLATION SHALL BE m complying with,hc FloridaBuilding Code
DONE BY OTHERS. x A—ptenw No
10.MATERIALS USED FOR ANCHOR EVALUATIONS WERE4� `a z�
v <
SOUTHERN PINE,AND CONCRETE MASONRY UNITS By—
COMPLYING WITH ASTM CSMiemiD Pro u ControlO. '� '�
X O (,tool
81/2"MAX. `\' 0 LYNN Ml(�F�i,/.
/4"—
'4
" e oAX `�..•��CENSF ham:
BOX FRAME �:
31/4""— SEE SHEET 7 FOR 'MAX O.C. _ No 56705
ANCHOR REQUIREMENTS 6 1/2"Max.-TI^ ^II SISIZE=73"X 62" _
� � w_
R J Jr 10/17/11 8 FBC 2010 CODE CHANGE P STA E OF
1070TECHNOLOOYDRIVE ELEVATIONS&ANCHORAGE 0,�;••.• FLDato?•'�C�\;
J.R.. 01/18/10 a Ate• notesAdde. Vinyl
Deftact box trema changed trrle above NOP P.O. 1529 16 Vin I Horiz.Roller Window,Im aot resistant ��'� S101I N A�
"n r. a"N: y Dara• NOKOMIe,FL 09474 ® eenw.ame emN: sm.c °"`°°"�` a•'• ALYNN MI�LER.P.E,
J.R. 09/12/09 HR910 NTS 1 + 10 5191-2 B P.E.#50705
® 7/8.OVERALL GLASS NOMINAL
5/16"LAM]GLASS NOMINAL
1/8"HEAT STRENGTHENED GLASS
7/16"AIRSPACE -
.090 DUPONT
1/8"ANNEALED OR SGP INTERLAYER
TEMPERED GLASS
/8"HEAT STRENGTHENED GLASS
1/2"NOM.
29 GLASS BITE
32 0 39
37 28
29
EXTERIOR
35
O
PRODU REViSED
.Z ns tomplyinsplyingeiIL We W°d0n
OPTIONAL fluildllu{Cale '
Accapinnco No t7
FLANGE E to
6
(vR3ro�PrvOuct Control
111111
7/8"LAMI I.G.GLAZING DETAIL .��oNv LYN„v,y,<<%,,,
WITH 6/16"LAMI GLASS AND 1/8"CAP ��cerusF'•.Fp
No.58705
Cl
RawC9r, Vela: Rehab% / ce, .�O•'- C A-11—//11 ,((,W�
�°'"' ISTA E OFF
J.J. 10/17/11 B NO CHANGE THIS SHEET GLAZING DETAILS-BOX OR FLANGE FRAME •,,LORA
o fay. "' R'bbae: 7070 TECNNOLOOY ORNE i (�` •„ G
J.R. 01/18/0 A Change less make up,drawing tide. NDKOMIS,FL 34276Ssi �r1 ��
P.O.aQx4626 . ® aVinyl Hora Roller Windows Impact-resistant R.� '��,� NAL ��0
Raown er. nem: a Dora: NOKOMIS.8.34274 A.LY�f!Iv1ILL R,P.E.
J.R. 08/iZ09 HR510 1:1 2 s 10 5191-2 B P.E.N 65705
® 7/8"OVERALL
GLASS NOMINAL
6116"LAMI GLASS
NOMINAL
18"HEAT STRENGTHENED GLASS
7116"AIRSPACE
.090 DUPONT
1/8"ANNEALED OR SGP INTERLAYER
TEMPERED GLASS
18"HEAT STRENGTHENED GLASS
112"NOM.
29 GLASS BITE
32 O 39
37 28
29
EXTERIOR
• 35
O
PRODUCT REVISED
1 m complying with the Florida
198iidiag Cedc O
OPTIONAL IA.xpnpi�e uio
FLANGE
ty! 'Clt r Xf�1\
Miami dude Product Comr000
7/8"LAMI I.G.GLAZING DETAIL A,(L NIV 4fle<F
WITH 5/16 LAMI GLASS AND 1/8 CAP .• e' •.
*'• No.58705 '
* —
R"wEay. 0"U: as Lo�.�rl
J.J. 10117/11 B NO CHANGE THIS SHEET Oe :�Q'•. STATE 0
o"+e: iWOTECHNOLOGYDRIVE GLAZING DETAILS-INTEGRAL FIN FRAME <` '• FtoRID.........•
J.R. 011181101"A,a" Change lass make u drawing title. NPO.BQ%628OMIS,FL 76 Vin l Horiz.Roller Window,Im act-resistant ��' YONA-
K
o,r.: cnawa pm•; NOKOMIS,FL 34274 °'""''"i°" ` 6i1oi° °.""'0''" _LB
'" A tfililrhliL��.P.E.
J.R. 08/12/09 HR610 1:1 3 d 10 5191-2 8 P,E.q 68705
19 18 13
SEE NOTE 1 1
14 SEE NOTE 4 DETAIL D
SEE NOTE 1 15 16 HEAD SECTION
1 1
o a
SEE NOTE 3
O
29 o® 29
EXTERIOR 11
SEE NOTE 2
4 5 29 21
22
DETAIL A DETAIL B DETAIL C
LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION
EXTERIOR
NOTES:
1.#8 x 112 FL SMS,LOCATED AT 4 112"
FROM EACH END AND AT 16"O.C.
2.#6 x 318 FL SMS,LOCATED AT 4112"
FROM EACH END AND AT 16"O.C. 1
3.#8 x 112 FL SMS,LOCATED AT 4112" SEE NOTE 21
FROM EACH END,
4.CAM LOCKS:
29 22
(2)AT 7"EACH END U. PRODUCP REVISED
6.WEEPHOLES ARE 1"X3118 SEE Hoildiu6 Calc?"I We Florida
SHEET 1 FOR LOCATIONS. — HOT A. -No 4.04P
WELD �fg� r• rn
By
' 1 SEE NOTE 5 tvtiami ado Product Conhol
LL
10
DETAIL E
SILL SECTION `
`�� ONS LYNN
�`���5��.•''\,\CENSE (`�•P/
HOT WELD CORNER ASSEMBLY
(INTEGRAL FIN) No.56705
1 _
J. 10/17/11 B NO CHANGE THIS SHEET �••, '�O ' STATEOFfI 1W`
r. re"
11070 TECHNOLOGY DRIVE CROSS SECTIONS-INTEGRAL FIN �'`�•'• FLDR\oP.•''G��:
J.R. 01/18/10 A Nochan es this sheet. NOKOMIS,FL 34275 '""
P.O.BQX1528 n�lHoriz.RollerWindow,Impact-resistant �. ��y";,N'NA'L` \0\\
Lw-=T. Dere: y o"Ia NOKOMIS.FL 34274 hLYNNf�ILLER.P.E.
J.R. 08/12109 lR510 1:2 17 1 10 5191-2 B P.E.O53705
19 13
18 2
SEE NOTE 1
14 SEE NOTE DETAIL D
SEE NOTE 1 15 16 HEAD SECTION
2 2
c p
SEE NOTE 3
O EXTERIOR
0 0
29 0 29
11
EXTERIOR
SEE NOTE 2
4 5 29 21
22
DETAIL A DETAIL-13 DETAIL C
LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION
EXTERIOR
NOTES:
1.#6 x 1/2 FL SMS,LOCATED AT41W
FROM EACH END AND AT 16"O.C.
2.#6 x 318 FL SMS,LOCATED AT 4112"
FROM EACH END AND AT 18"O.C. 2
3.#6 x 112 FL SMS,LOCATED AT 4112" SEE NOTE 3 21
FROM EACH END.
4.CAM LOCKS:- N 29 22
(2)AT T'EACH END HOT
PRODUCT REVISED
5.WEEPHOLES ARE 1"X 3/18".SEE WELD W wmplying with uw Florida
1duilding Code
SHEET 1 FOR LOCATIONS. Acu:pinnee No Q
2 L'rpjm'nAatc /�d�
SEE NOTE 5 M mnl ada Product Control "
� 10
DETAIL E 0 u o 11111
SILL SECTION x\'-,(LYNN 1y/1�'�i,��
\CENSE''•.F'P
HOT WELD CORNER ASSEMBLY
(BOX FRAME) 2 =* No.58705 _
LIJ`
J JY 10/17/14 ft
B NO CHANGE THIS SHEET °pvp0a` ���'•, STA C OF
' Y 1070TECHNOLOOY DRIVE CROSS SECTIONS-BOX FRAME '� fi(ORID?;•••�.���
J.R. 01H8/10 A NO changes 1hIS ShBBt. NDKOMIS,FL 34276 roc �i�',
en r• o: P.O.13OX1520 VIn I HOnZ,Roller Window,Impact-resistant "'�:sS///ONA1-11�?�.
mnve nr• oero: cn oerc NOKOMIe,FL 34274 —' Sa4i• &"'r a'"1p ""' A•NAAI d'1111 P.E.
J.R. 00/12/09 •NR510 1:2 5 °� 10 5191-2 B P•E.N 58705
® ITEM DWG NO. PART# DESCRIPTION QTY
1 . 5166 65166 FRAME HEAD,SILL AND JAMBS(FN ONLY) 4
2 5189 65189 FRAMEHEAD,SILL AND JAMBS(BOX ONLY) 4 21
4 5102 65102 FIXED MEETING RAIL 1 13
5 5123 65123 R(ED MEETING RAIL-ALUMINUM REINF, 1
6 76X1 FPAW 6 x 1'FHTECH(CAM LOCK,KEEPER) 4
8' 78X312PPABX SCR 8X3 112"PPTYPEAB(F9(ED N" 4 29 / 16
9 71669SP 330025 ALUM SCREW SUPPORT PLATES 2 15
10 1 5138 65138 ROLLER TRACK 1
11 5138 65138 ANIILIFT 2 18
12 71038W INSTALLATION HOLE PLUGS(BOX ONLY) VARIES
13 5105 65105 SASH INTE RLOCK RAA. 1 34
14 5114 65114INTETZLOCKRAIL-ALUMINUM RENF. 1 %*
16 762065LAW CAMSWEEPLOCKS 2 1
16 76133SLKW CAM SWEEP LOCK KEFPFR 2 p
17 1644 61644W WSTP..187x270FINSEAL 1 21 11
18 6137 66137 BASH SIDE RAIL 1
19 5114 65114 SIDERAIL-ALUMINUM REINE 1
20 1694 81844W WSTP..187 x.270 FIN SEAL 1
21 5108 ,65106 SASH TOP B BOTTOM RAIL 2 A
22 5114 65114 TOP&BOTTOMRAIL-ALUNTNUMREINF. 2
23 1644 61644W WSTP..187 x 270 FIN SEAL 2
24 225-1 42112HD ROLLER HOUSING 2 24
25 76RMM1-2 BRASS WHEELS 4
26 7612FW 6x 1/2 FH PHIL#2P7 S/DYS VARIES
27 7636FW 7x 318 FH PHIL#2PFSAYS VARIES 25
28A 6SWGK718 7/16•SUPER-SPACER
28B 6SMK38 3/8"SUPER-SPACER
29A 5112 65112 GLAZING BEAD,1-LRE
7/B"LAMI O GLASS:98'•TENFERED 4
32A OUTBOARD-AIRSPACE-11WANNEALm-.090 -
PJB INIERLAYER-1/8"ANNEALED(5116"LAM) '
718"LAM I.G.GLASS:1/8"ANNEALED
328 OUTBOARD-AIRSPACE-1/8"ANNEALED-.090 -
PJB INTERLAYER-1/9"ANNEALED(5116"LAWS
34 SCREEN 1
35 WEEP COVERS 4
37 SETTING BLOCK
39 SILICONE DOW 1199 PRODUCT REVISED
as cmnplyuig with the Florida
40 Building Code
. Acca,dmtwNa
----- ----•— -------`------- -- fit t
!to
O/�V
1 lAianil Dodo Pro not Control
CSN's'Mq�Fp,��
* No.58705
w�nnr. oai.: nawtm•: -O.•' -G �'11 :�.41`
J.J. 10/17/11 B NO CHANGE THIS SHEET "b"., STATE OF 4
1070 TECHNOLOGY DRIVE ��(���\�y��J����Q� BOM EXPLODED VIEW ,� pLOR10p,.•O\�,
J.R. 01/18/10 A Removed 3/4" lass and beadingfrom BOM. NOKOMIS,FL 34276 ~J J m: %1/ y.............
a• r •H° �•
Vinyl Hork.Roller Window,!m act resistant //,S/ONA\-
P.O.BOX 1520 ® e"n: y,,,, n..mc w "..: /11 �1 t`
oa."r• are: •eey om.. NOKOMIS,FL 34274 A LNtJrI IALti�R,P.E.
J.R. 08/12/09 HR510 NT3 6 a 10 5191-2 B REX 65705
REMOVEABLE NAIL FIN
REMOVE- t —1.020
.635FABLE 1.835—
FLANGE
LANGE 1.647
.070
1.260 ,003
L-010
..060 1.440 .065 174
�' .065
CO Q
L1.410
a:000
ILI FIXED MEETING RAIL
FIXED MEETING RAIL REINFORCEMENT
DWG#5102 DWG#5123 SASH INTERLOCK RAIL
.060 O RIGID PVC O Al 6005-T6 DWG#5105
13 RIGID PVC '
.060
1.647
1.160---�{
3.250
1.F.FRAME
1O DWG#5116 67'o .080
RIGID PVC 1.160 •065 LFF .065
oso 1.0
ciiO
SASH INTERLOCK RAIL
REINFORCEMENT SASH SIDE RAIL SASH TOPMOTTOM RAIL
2'375 DWG#5114 18 DWG#65137 21 DWG#65106
14 19 22 Al 6063-T6 . O RIGID PVC O RIGID PVC
Pltovvcrluivl9rn
•complyins�rilh Wa}lodda
wilding Cada
.060
A scpt�mcc No � �Q` �
1.305
adol�odutCotrol
.803 Man
.060 A omi
.210 .860
3.260 035 `��� NN(LYNN Nr14""l,
"I'
BOX FRAME --i
I--.065 ��°`.cENSF'
6p
O DWG#5189 I.G.BEAD ROLLER TRACK/ANTI LIFT * T�
No.58705
RIGID PVC DWG#5112 10 DWG#5138
DUAL PVC RIGID PVC -
n°nb r oat.: a°wr.ne o«obw,e STATE OF •C[/�`
J. 80/17/11 a° NO CHANGE THIS SHEET fo7oTECNNOLoavowve /'O�� '•FORIDP.•''G��
EXTRUSION CROSS SECTIONS
"•J.R..01118110"°A Added' beading for r thickness
to all extrusions,removed N P OuoQ%lcze 76 Vin I Horiz.Rolter Window,!m act-resistant -'ss�0NAI 1L.iE
M—ur• ate: r Dara• NOKOMIS,FL 34474UUT °'"i41v°" 0e1t P1Mi° 01"6j- ""' 0.LYNN MILER.P.E.
J.R. 08117/09 RR8f0 1:'I 7 m 10 5181-2 B P.E.058705
HEAD,SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN
PRESSURES OF+60/-70 PSF OR LESS
ANCHORAGE NOTES FOR BOX FRAME:
WINDOW HEIGHT(in) ®1.ANCHOR TYPES: 1-3/16°ULTRACONS BY ELCO(FOR MASONRY SUBSTRATES)
24 30 36 1 42 48 54 60 63 MINIMUM EDGE DISTANCE OF 111.
2-#10 SM SCREWS,GRADE5(FOR METAL AND WOOD SUBSTRATES)
WINDOW ANCHOR #OF ANCHORS REQUIRED(TYPE 1 OR 2) MINIMUM EDGE DISTANCE OF 3/8".
WIDTH(in) LOCATION 2.ANCHOR LOCATIONS ARE BASED ON THE '
FOLLOWIING DIMENSIONS,
Head and Sill 2 2 2 2 2 2 2 2 6.5"MAX.FROM ALL CORNERS
24 JAMBS-16.3125"MAX.O.C.
Jamb 2 3 3 3 4 4 5 5 HEADISILL-15"MAX.O.C.
Head and Sill 3 3 3 3 3 3 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR
36 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
Jamb 2 3 3 3 4 4 5 5 NOTE 2.
4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT
Head and Sill 3 3 3 3 3 3 3 3 OPTIONAL FLANGE.
42 S.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 1&10.
Jamb 2 3 3 3 4 4 5 5
Head and Sill 4 4 4 4 4 4 4 4
48
Jamb 2 3 3 3 4 4 5 5
Head and Sill 4 4 4 4 4 4 4 4
54
Jamb 2 3 3 3 4 4. 5 5
Head and Sill 5 5 5 5 5 5 5 5
60
Jamb 2 3 3 3 4 4 5 5
Head and Sill 5 5 5 5 5 5 5 5
66
Jamb 2 3 3 3 4 4 5 5
nonucT Ic¢vlseu
Head and Sill 5 5 5 5 5 5 6 6 nti d g Code illi 0'c Florida
]2 Aax��rwucwu.?
.
Jamb 2 3 3 3 4 4 5 5
Head and Sill 5 5 5 5 . 5 5 6 6 n ^
M1tm
73
Jamb 2 3 3 3 4 4 5 5 Hint
LYNN
Nse
*'• No.56705
NOTE:FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. 0
xereaey: w+.: rs"wrong EOF
J.J. 10/17/11 B NO CHANGE THIS SHEET :�O •, S
p"na r• oero: rs"wwu: 1070TECHNOL06YORNE ANCHOR CHARTS '.,'��.••.,FcoRtoP.• G��.
J.R.o.ro:01/1 i0 A Added additional anchoriniO7matlon. NOBO 1629 P.O.O5 Vin l Honk.Roller Window,Impact-resistant
M"n ey. onro: NOKOMI5.FL 34774 ALYNI�I h11LLER P.E.
J.R. 08/1 J09 HR510 NTS 8 d 10 55191-2 B P.E.p 58705
I •
13/8"MIN. #10 SCREW,SEE #10 SCREW,SEE
1/4"MAX.SHIM—rl SHEET B FOR SPACING SHEET 8 FOR SPACING
—11
� � o
1 3/B+MIN.
t III a p{D 114"
REMOVEABLE AX
FLANGE MAX rSHIM
SHIM
O #10 SCREW,SEE NOTE:INSTALLATION
SHEET 8 FOR SPACING 1 318"MIN.
REMOVEABLE � o TO THE SUBSTRATE
FLANGE OF 1x OR 2x WOOD
REMOVEABLE FLANGE—/ BUCKS TO BE
ENGINEERED BY
JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME OTHERS
THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD
1 3/6"MIN. APPROVED MASONRY 3.5 KSI MIN.CONCRETE APPROVED MASONRY
OR 1.6 KSI MIN.CMU
ANCHOR,SEE SHEET 8 .. , ,a„ ANCHOR,SEE SHEET 8
1/4"MAX.SHIM—�{ h— r. : 4 .,,
FOR SPACING r:; ;;a: a. :-0,•!.:; FOR SPACING
"i:+,:� .••y "?:••:..'1 318'MIN.
n :•• 1
g u 1 aani
REMOVEABLE 1/4" SH M
FLANGE MAX
•'r•r' SHIM
•':� REMOVEABLE
•'t '`.. FLANGE r : .,.: .!.a•':`:. 1318"MIN.
REMOVEABLE FLANGE--/3.6 KSI MIN.CONCRETE APPROVED MASONRY :`'� •o;•''��
OR 1.5 KSI MIN.CMU ANCHOR,SEE SHEET 8 3.5 KSI MIN.60MORETE
FOR SPACING OR 1.5 KSI MIN.CMU
JAMB W/BOX FRAME HEAD W/BOX FRAME ILL W/BOX FRAME PRODUCT REVISED
THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE (jTHjROUIG§H_FRAME INTO CONCRETE oscomplyiegwiihtheriodda
lx BUCK OPTIONAL 1x BUCK PTIONAL x BUCK OPTIONAL n�«{nwteBNB 1 - 1 ,06
NOTES:
et° �r
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3/16"ULTRACON,EMBEDED 1318"MIN., DISTANCE FROM ANCHOR Miwni f ade Pro uct Control
TO CONCRETE EDGE IS 1"MINIMUM. -
2, FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1318'MIN.,
3 SECTIONSWOOD BUCKS DEPICTED IN THE TOTAL
CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x A E1 1 2'THICK OR GREATER. OOPTIONAL NIT
(INSTALLATION TO THE SUBSTRATE WOOD \\ ONy VYNN
BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ``��N,•'vCENSF'•.FP
4. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER k
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL * No.58705
BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE '
SPACING FOR ULTRACONS MAY BE USED. I
R°rod BY• Onto: R°vfMau:
J.J. 10/17/11 B NO CHANGE THIS SHEET Q 0d""` STATE of r HCl.
1070TECHNOLOOV DRIVE INSTALLATION DETAILS-BOX/FLANGE FRAME :D,c�''.. F P..'Nom';`
J.R. O1/1 /1O NO changes this ShOB1. NOK0141S,FL 34276 tw. •..(ORIO,,
P.O,SQX 1620 Vin IHoriz.Roller Window,Im act-reslstant '�,,`%�INA\-wl'
�»*r• wte: By B°w: NOKOMIS,FL 34274 °i"et°M00°` °w'" °"eiC °A"'�"" ""° A.LYNII &2 R,P.E.
J.R. 06/12/09 HR610 1.2 9 a 10 5191-2 B REA 58705
1/4"MAX.SHIM—►I 1/8"(.131")DIA.x 2 1/2"NAIL,
® SEE SHEET 1
FOR SPACING
o
1,557 REMOVEABLE 1/4"�
FLANGE n MAX NOTE:INSTALLATION
CJI SHIM TO THE SUBSTRATE
OF 1x OR 2x WOOD
BUCKS TO BE
ENGINEERED BY
118"(.131")DIA x 2 1/2"NAIL, OTHERS
REMOVEABLE FLANGE ®SEE SHEET 1 FOR SPACING
JAMB W/NAIL FIN HEAD W/NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
a
114"
rMAX.
SHIM
� REMOVEABLE 1
FLANGE
1/8"(.131")DIA.x2 1/2".NAIL
® SEE SHEET 1 FOR SPACING
SILL W/NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING PRonas complying
illssn
will)the Florida
nmldin Code
AcccplaacoNo �d�o
13c'ra' iDale z
NOTES:® r
Munni ado Product Control1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE 1/8"(.131"�DIA.x 2112"NAIL
2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR I t I
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVINGJURISDICTLYNN
`� �p ,..........,!F
3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 7/8"THICK.THE a'�,•'�,�GENSF '.,�p
ALUMINUM STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN Q
THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. = No.58705
IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. _ —
RevedDy. Dale: FOWfpna: ��•' ����I� w
J.J. 10/17/11 B NO CHANGE THIS SHEET O0e'9"°" sTATE OF
1070 TECHNOLOGY DRIVE wr— R
y-��Ip�J�� INSTALLATION DETAILS-INT.FIN FRAME � LoR1oRey.R. 01/18/10 Ap Corrected nail len th to 2-1/2",added dia.In decimal. NOK0h-o--'- �® mx ;FS •....
P.O.BO%1620 VinylHonz.RollerWindow,Impact-resistant R.Y '��,%NN.`
D.a»n r• F. cn"wedey Pot.: NOKOMIS.FUM214 A.LYhy.,h1 R,P.E.
J.R_ 08/1,2109 HR510 �:2 10 - 10 5191-2 B P.E.fl68705
Florida Building Code Online Page 1 of 3
PGT Vinyl Impact SH
FA
�rtfflCrj BCIS Home [Log In i User Registration ? Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map i Links Search
• Busines% •
Professll Product Approval
€- USER:Public User
Regulation
Product Aooroval Menu>Product or Anoiication Search'>Application List>Application Detail
FL# FL239-R20
Application Type Revision
Code Version 2010
Application Status Approved'
*Approved by DBPR.Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary..
Comments
Archived f'
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology,Drive
Nokomis, FL 34275
(941) 486-0100 Ext 22318
druarkOpgtindustries.com
Authorized Signature Jens Rosowski
j rosowski gpgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 21140
j rosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung .
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year (of Standard) Standard C m Year 14
TAS 201, 202, 203 19T,
oCD �
Equivalence of Product Standards
Certified By � ®
n �.
r
Product Approval Method Method 1 Option A
https://www.flon—1-uilding.org/pr/pr_app_dtl.aspx?param=wGE... 7/25/2014.
Florida Building Code Online Page 2 of 3
Date Submitted. 11/27/2013
Date Validated 12/02/2013
Date Pending FBC Approval
Date Approved 12/09/2013
Summary of Products
FL# Model,Number or Name Description
1239.1 ISH - 200(Non-impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R20 C CAC 11-1013.12.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/01/2016
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of FL239 R20 II 11-1013.12.pdf,.
Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:.
information. Evaluation Reports
Created-by Independent Third Party:
(239.2
art :
239.2 ISH - 500 (Large Missile Impact) WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R20 C CAC 13.1009_05..pdf
Ap r Pd f_r �c outside HVHZ:Yes Quality Assurance Contract Expiration Date
mpact Resistant:Yes 01/08/2019
Desi es r : A " Installation Instructions
Other:Please see Miami-Dade County Notice of FL239 R20' II 13-1009.05.pdf
(Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type, size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
239.3 ISH- 600(Non-impact) Aluminum Sin le Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R20 C CAC 11-1013.13.pdf
,Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/26/2016
Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of FL239 R20 II 11-1013.13.pdf
Acceptance (NOA) for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size,and spacing Created by I ndependent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
239.4 JiSH - 700 (impact) WinGuard Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R20 C CAC 11-1013.14.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/26/2016
Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of FL239 R20 II 11-1013.14Tpdf
Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
239.5 ISH - 800 (Large Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes; FL239 R20 C CAC 11-1222.04 LM.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2017
i Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of FL239 R20 II 11-1222.04 LM.pdf
Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
239.6 ISH - 800(Small Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239R20 C CAC 11-1222,05M.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2017
Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of FL239 R20 II 11-1222.05 SM.pdf
Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... 7/25/2014
I
i
' 4
M IAM UDADE MIANII-DADE COUNTY,FLORIDA
o PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)31-,--2590 F(786)315-2599
I
PCEPTANCE OA �YlY1Y.miamidade.gov/econoniy
ndustries,Inc.echnology Drive
Venice,FL'34275
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miarni--Dade County RER—
Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami—Dade County)and/or the AHJ(in'areas other than Miami—Dade County)reserve
the right.to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such-product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed.to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series 11SH—500 Vinyl" White PVC Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 5191-1, Series titled "Vinyl Single-Hung Window, Large
Missile Impact", sheets 1.through 11 of 11, dated 08/07/08 with revision"C" dated 10/07111, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product
Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami—
Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami—Dade County Product Control Approved",unless otherwise
noted herein.
REVISION of this NOA shall be considered after a renewal application has been filed.and there has been
no change in the applicable building code negatively affecting the performance of this product.
.TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply-with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be-available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 11-1013.19 and consists of this page 1 and evidence pages E-1 and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,P.E.
NOA No. 13-1009.0
MIAMI DADE COUNTY '� Expiration Date: January 08,2019
► i lz7
Approval Date: November 14,2013
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections,
(Submitted under previous NOA No. 08-0820.14)
2, Drawing No. 5191-1, series titled "Vinyl Single Hung Window, Large Missile
Impact",sheets 01 through 11 of 11,dated 68/07/08 with revision"C" dated 10/07/11,
prepared by manufacturer, signed and scaled by Anthony Lynn Miller,P. E.
(Submitted under previous NOA No. 11-1013.19)
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure.Test,Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94 ,
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94
along with marked up drawings and-installation diagram of a.vinyl fixed-window,
prepared by Fenestration Testing' Laboratory, Inc., Test Report No. FTI,5710, dated
-68/13/08, signed and sealed by Carlos S.Rionda,P.E.
(Submitted trader previous NOA No. 08-0820.14)
2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform.Static Air Pressure Test,Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC,TAS 20294
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pre'ssure Loading per FBC,TAS-203-94
6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94
along with marked-up drawings and installation diagram, prepared by Architectural
Testing, Inc., Test Report No. ATI-84576.01-401-47, dated 10/31168, signed and
sealed by Joseph A.Reed,P.E.
(Submitted under previous NOA No. 08-0820,14-For i-R eferell c e only)
C.' CALCULATIONS
1 Anchor verification calculations and structural analysis, complying with FBC 2010,
prepared by manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller,
P. E.
(Submitted underprevious NOA No. 11-1013.19)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Jaime D.Gaseen,P.E.
Product Control Section Supervisor
NOA No.13-1009.05
Expiration Date: January 08,2019
Approval Date: November 14,2013
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATE,RIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc.
for their"DuPont Butacite0 PVB Interlayer"dated 04/11/13,expiring on 12/11/16.
2. Notice of Acceptance No. 11-0830.09 issued to Mikron Industries, Inc., for their
"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 10/6/11,
expiring on 12/26/16.
F. STATEMENTS
1. Statement letter of. conformance and complying with FBC 2010, issued by
manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller,P. E.
(Subinitted under previous NOA No. 11-1013.19)
2. Statement letter of no financial interest, 'issued by manufacture, dated 10/07/11, signed
and sealed by Anthony Lynn Miller,P. E.'
(Submitter)under previous NOA No:11-1013.19)
3. Laboratory compliance letter for Test Report No. FTL-5710, issued by Fenestration
Testing Laboratory,Inc., dated 08/13/08,signed and sealed by Carlos S.Rionda,P.E.
(Submitted under-NDA No. 08-0820.14)
4. Laboratory compliance letter for Test Report No. ATI-84576.01-401-47, issued by
Architectural Testing, Inc., dated 10/31/08,signed and sealed by Joseph A.Reed,_P.E.
(Suhinitted under NOA No. 08-0820.14—Foi-Reference only)
G.. OTHERS
1. Notice of Acceptance No. 11-1013.19, issued to PGT Industries, Inc. for their Series
"SH-500—Vinyl White PVC Single Hung Window— L.M.I.", approved on 12/08/11
and expiring on 01/08/14.
Jaime D.Gas n,P.E.
Product ControI Section Supervisor
NOA No.13-1009.05
Expiration Date: January 08,2019
Approval Date: November 14,2013
E-2
GENERAL NOTES:LA1.RGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS NOA DRAWING TABLE of CONTENTS
SHEET
1.GLAZING OPTIONS: GENERAL NOTES....................................1
A.3/4"LAM]I.G.GLASS COMPRISED OF(1)LITE OF 1/8'TEMPERED OR ANNEALED GLASS,AIRSPACE AND 5/16"LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS............................................2
OF(2)LITES OF 1/8"ANNEALED GLASS WITH AN.090 INTERLAYER OF DUPONT PVB, GLAZING DETAILS...................................3
B.7/8"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 118"TEMPERED OR ANNEALED GLASS,AIRSPACE AND 6/16"LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS.................................-4
OF(2)LITES OF 1/8"ANNEALED GLASS WITH AN.090 INTERLAYER OF DUPONT PVB. SECTIONS,I.F.FRAME............................5
SECTIONS,BOX FRAME.........................6
2.CONFIGURA 0 e ? knWAL PARTS LIST..............................................7
EXTRUSIONS............................................8
3.DESIGN PRESSURES:-701+60 PSF(ALL GLASS TYPES LISTED ABOVE) ANCHORAGE SPACING,BOX FRAME.-9
ANCHORAGE DETAILS,BOX FRAME 10
A.NEGATIVE DES G 0 U STED PRESSURE AND GLASS TABLES ASTM E 1300-02. ANCHORAGE DETAILS,I.F.FRAME 11
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02.
C.IF A TEMPERED CAP IS USED MAX.DP IS-501+50 PSF.
4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL
SCREWS,THAT COME INTO CONTACT WITH ETHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION.
SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS.
5.SHUTTERS ARE NOT REQUIRED FOR UNITS LESS THAN 30'.
_ B.REFERENCES:TEST REPORTS FTL-5710.
ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION
ADM-2000 ALUMINUM DESIGN MANUAL
7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ).
PRODUCT ktENfi\YED
M complying with the Florida
Du c I Codo .O
Acctotes.'-
E
ily_
• Mlaml D;d;product Ccntml
PRODUCT REVISED
us complying with the Florlde
Building Cod;
Acccptarno No L:L04 !C
Explrntion Dae •1Q•
Y
Mi../Dade Froduct Cmihol
i/
MIC(F�
Off.•' EpsE •.�
-�•� to 58105 a—
�c UJ-
- 0{1l ;
'• �' t of I LUoe i 2,
D.O. fM25/08 A PER MWN-DADELET7ER DATE010131N8 ' 5SP1 P:• �;
sy. o"u.• rte,cssn 1070TECHNOLOOYORNE ^ GENERAL NOTES ' 'P PLOR�O•
D.G. 1�18N8 fl�8 NOCHANGE 7TUSSHEET NOKOMIS,FL3A2T6 �.Vinyl Single Hun Window,Large Missile Impact l'��ic,FSSIONP`t�,'.G�
JJ f0A77/if C 2010FBCUPDATE P.O.BQX 1628 sdnxtne,e &y,; arm n.+tuta Tlw: A.LYI(JN MIIILEI�,P.E.
onrm ea:mM cra dta NOKOMIS,FL34274 Vtrlbly Better SH600 NT$ 1 11 5191-1 (� FL P.E.#58705
D.G. 8/07108
65 3/8"FRAME O.D.
52 V8"MAX.
521/6"MAX.
48'FIXED WIDTH DLO
48'FIXED WIDTH DLO
6" SEE SHEET 96, MANX 41/8"O.C.
MAX FOR ANCHORAGE MAX., Typ MAX.TYP.
REQUIREMENTS
MAX.
// 33 3/4" / 33 314'
FIXED . / FIXED
/ HEIGHT DLO / HEIGHT DLO
75• 75" r
MAX. MAX.
NT o 0
1!!-� l 78 114" PRODUCT AENR13'Ei)
=0 MAX. FRAME m complying mth the Fluridu
Dodding ,&
O.D. A.ceptwtC.N.
INNr �5 .l pr,�;raty"..I s —ia0
NOW 11
LL yy
FA[mt Dude product CcutDa
// 33 3/4" 33 SH
SASH SASH
/ HEIGHT DLO / HEIGHT DLO
X X PRODUCT REVISED `
m complying)rith lho Plorld3
Duilding Cod. �7
Acccptancc No li-IL 3.i-1
Fxpilatign Datc UIQ-
6" 2114" Dy G, IA1f� r
MAX. 45 3/4'SASH WIDTH DLO 453/4"SASH WIDTH DLO MAX MimiDadcProductConlrnl'',
TYP.
BOX FRAME INTEGRAL FIN
MAX.SIZE=52.126'X 75", MAX.SIZE=52.125"X 75° \\\\���`IIyN h41(/F�/i,i
A�0,.�\OENSE
NOTE:
1.FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 1 O:
2.FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEETI1. (h. 1 olto 1l i W
rtmaer• ww nnm: awt . „Q STpTg OF Z`
D.G 11=8 A PERMIAMI•DADELETTER DATED 101/08ELEVAQ 01i
TIONS %'A SOP �C9-
Fntrbnx - 1070TECHNOLOGYDRFVE i, FL
O.O. 12118A18 nRa ADDED lO-MAX.OIMENS[ONTOBOXFRAMEELEVAT16M NOKOMIS.FL34276 ,.,.ter Vin I Sin le Hun Window,Lar a Missile Im acf
JJ iaw/11 C NO CHANGE THIS SHEET P.O.BOX 1629 s,,,c u„yta n.' A.LYNPMILLE'IZ,P.E.
mw am NOKOMIO.FLO1274 V1.1bly'aam- SH600 NTS 2 d 11 5191-1 C FLP.E.$58705
D.Q. 08107108
3/4"OVERALL GLASS NOMINAL 3/4"OVERALL GLASS NOMINAL
5/16"LAMI GLASS NOMINAL 5116"LAMI GLASS NOMINAL
1/8'ANNEALED 1/8"ANNEALED
GLASS GLASS
AIRSPACE AIRSPACE
.090 DUPONT .090 DUPONT
1/8"TEMPERED OR PVB INTERLAYER 1/8"TEMPERED OR PVB INTERLAYER
ANNEALED GLASS 116"ANNEALED ANNEALED GLASS 118"ANNEALED
~GLASS —GLASS
35 OR 36 35 OR
112'NOM 112'NOM
39 GLASS BITE 3g GLASS BITE
41 41
_ PRODUCT KEN��YGU
OUTSIDE OUTSIDE y��romplying v 9 ll,e Florida
a Dnitdin0,bdo if:?,-1 ! 9?
Af? t nt�nce { ca
9au
OD -
Miomi DodeProducl Cmxm�
n�D
1�
O O PRODIICr RRVISED.
m complying with Ora Florida
Building Coda
AcceplmDalc,ca No -{
Cirphnlifon
4 3 By �,
OPTIONAL OPTIONAL-1nlimni adeProducrconi/oil
FLANGE FLANGE
' 1111111
3/4"LAMI I.G.GLAZING DETAIL 3/4"LAMI I.G.GLAZING DETAIL ,y ............
e s 2tFR��,,,,
WITH 5/16 LAMI,GLASS AND 1/8 CAP WITH,5/16 LAMI GLASS AND 1/8 CAP * ,
BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME
(BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) = E A 1 w'=
rs.,.at>,c aw ra.e,.,. a �� •' gtA1 O
D.G. lfI1ND8 A PERMIAAIFDADE LEMR DATED 10131/08 GLAZING DETAILS '�O F�OR�oP'•\\�
7 auto: Rnaux 1070 TECHNOLOGY DRIVE�^ _ �i -
D.O% ISMS ne9 NOCHANGETHl3SHEET NOKaM18,FL3427G - ` .T Vinyl Single Hun Window,Large Missile Impactfl� ���tFSS�ONP1�;,���
JJ 10/07/11 0 NO CHANGETHISSHEEi P.O.BQX 1028 —AC; may. R,,,ryty wr. A.LYNN MILL�'K,P.E.
NOKOMIS.FL 34274 Y6/L1,yBetecr sHSW FLIII 3 s 11 5191-1 Ci FL P.E.#58705
D.G. 08/07/08
718"OVERALL GLASS NOMINAL 718"OVERALL GLASS NOMINAL
5116'LAMI GLASS NOMINAL 5116"LAM[GLASS NOMINAL
118'ANNEALED 118'ANNEALED
GLASS GLASS
AIRSPACE AIRSPACE
090 DUPONT .000 DUPONT
118"TEMPERED OR PVB INTERLAYER 118"TEMPERED OR PVB INTERLAYER
ANNEALED GLASS 118"ANNEALED ANNEALED GLASS 118"ANNEALED
GLASS GLASS
31 OR 32 31 OR 32
112'NOM 112"NOM
39 GLASS BITE 39 GLASS BITE
40 40
OUTSIDE OUTSIDE oUUCI•RENCIVED
niplyhis��tho Pl
rnorido
❑ )vlldin5�de .{ 009.
❑ cceptetue No CJ
Ion D
M111¢nd D¢dc Product Convo
Ei
=7-
❑�
0 0
RODUCT REVISED
is wniplyirigy1th the Florida.�
nilding Code
4cccpmnw No l�✓.-t
xpimtion Dnte�l�-
4 3
3Y
OPTIONAL -
OPTIONAL OPTIONAL iwniPade Prodoet•Gp1Uhi�oT}
FLANGE FLANGE
uutt
7/8" LAM[ I.G.GLAZING DETAIL 7/8"LAMI I.G. GLAZING DETAIL �.� y LYNN ul
WITH 5/16" LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 1/8"CAP �`�t°� -yr
ENss'��`��
BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME _
Q. *.;
•iY; lJo.56705 '
(BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN)
°:•
W
lof l[ -
Rn"ay: ww ra.ati.n: o.dw.. ' ''.• 57A�E OF
D.G. 11/25170 A PER MIAMI-DADELErrERDATEDIM1100 GLAZING DETAILS ';0,�••., FLORID4;••' Com
ce a 1070TEGHNOLOGYDRNE /� �S.....•...
D.G. !?110/00 0 NOCHANOETIIISSIIEET NOKOMIS,FL 51275 i
¢,w ¢.ten. - Vln 1 Sin le Hun Window,Large Missile Im act �r,, ONA 1t�
JJ 10/07111 G NO CHANGE THISSHEET P.O.aqx 1520
txa"n y; W. a o,ro; - NOKOMIS.FL 54274 1,%IGly Detaer ` ""' A.LYN MILL�`h,P.E.
D.O. 08/07/08 SH600 NTS 4 a 11 5191-1 (�' FL P.E.#58705
AX.DAYLIGHT OPENING SASH
1 OPTIONAL
11 31 32 12 FLANGE
1
35 36 ,
0 40 41
1.50 �1 1
40 41
OPTIONAL DAYLIGHT 31
40 41 OUTSIDE' FLANGE OPENING
F ED 32
1.948
P. AX.DAYLIGHT OPENING FIXE 35
TY
.WINDOW WIDTH 36
HORIZONTAL SECTION o
(INTEGRAL FIN)
mAx. 5 9
WINDOW p PI1ODUC1'ttENC\VCO
HEHT complying,vi0,Ilia Florida
40 41 Dallah,g Coaa
6 11 AccePlot
M Mianti Dode-o'ttO��
1 DAYLIGHT
OPENING
S SH
PRODUCTRRVISED
as complying with the Plmida
13 Daildii,g Coda
HOT 40 41 Aueeplm,ce Na -.,2.7�
Ir—WELD RsPkalinn Dale r O )4'
11 Miwnl Uado Praluct Coao`- }
3 li u///
\111111
LYNN
HOT WELD CORNER ASSEMBLY VERTICAL SECTION , ..' \CENSE •.•FP
(INTEGRAL FIN) (INTEGRAL FIN) 3 * No.56705
rs.v.aoy Dem ne,e,.v. weiwe i�0•••. STATE Of •4(t
D.O. 1126108 A PERM14MI•DADELETTERDATED 10131/08 SECTIONS,INTEGRAL FIN FRAME ;'� FcoN,DP.••' \_'�
Dere: rcawa,e: 10707ECHNOLOOYORNE i
D.O. 1?/18/08 B NOCtMOETNl9 SHEET NOKOMIS,FL74270 P na. "'ss/• N••' �,,
R ar ae� Vinyl Single Hun Window,Large Missile Impact
't,,ONAL t1t.�
JJ 10/07/11 C NO CHANGE THIS SHEET P.O.BOX 1620 sneda ne++o,w. n.:. I
NOKOMIS.FL 74274 VL,rL$I)cttcr A.LYNN MI��LE\I�,P.E.
D.O. 00/07/08 SH600 NTS 5 ' ll 5191-1 C FL P.E.#58705
MAX.DAYLIGHT OPENING SASH
—
2 OPTIONAL
11 31 32 12 FLANGE
2
35 36
0 2 0
0 0 40 41
3.750 �
40 41 M
OPTIONAL DAYLIGHT 31
40 41 OUTSIDE FLANGE OPENING
FI ED 32
1.948YP. ------MAX.DAYLIGHT OPENING FD(E 35
T `_
WINDOW WIDTI 1 36
HORIZONTAL SECTION
a
(BOX FRAME),
5 9
WINDOW fl PRODUCTRCMS\VED
HEI HT asromplyingwi0r11u:Florid
n
Building Cade ?,� 00
6 11 Accepumce Nl !?��L
gy�f i�
M Mim"1 ode ProJuclCAnlra
40 41 DAYLIGHT
OPENING
S SH
2
PRODUCT REVISED
ascomplyingpilh 1ha Ploridn
OuildibIl Code
4 40 41 13 Acpcpl nca Na i°
HOT L irmtonDm
WELD B7 r; ,�
11 M111omVDadoP oJucl�n1[of
1111111!/
\o
LYN
oc
HOT WELD CORNER ASSEMBLY VERTICAL SECTION :'
(BOX FRAME) (BOX FRAME) 4 _ N0.58705
v C
Rano a,: ee(h' ROMIie: FO+[
STA EOF (vim
D.G. !1/15/09 A PERMIAMI-DADELETTER DATED 10/31/08 F
. ve. rte,raw,s: 1070 TECHNOLOGY DRIVE ^ SECTIONS,BOX FRAME %(�`� •.,<ORIDn,•_'\G����
D.G. 12/18N8 B HO CHANGETNISSHEET NOKOMIS,FL 89278 �� Vin I Single Hun Window,Lar a Missile Im act '�/S7oNAL
dtc RTtaoru•
JJ 10 ony C NO CHANGE THIS SHEET P.O.BQX 1528 U
1ma. NOKCMIB,.FL84274 YLrlbl7 Berm `°"b0 " dYeC °o1"r" RT A.LYN �I�LCR,P.E.
D.O. 08/07108 sH500 Half 6 d 11 5191-1 C FL P.E.#58705
ITEM DWG NO. PART# DESCRIPTION ITEM DWG NO. PART# DESCRIPTION 803-1215
1 9521 65163 IMEGRAL FN FRAME HEAD&JAMB 71W LAM I.G.GLASS:IWTEMPERED OUBOARD-
—7--9871 69871 BOX FRAME HEAD&JAMB 31 AIRSPACE-1/8"ANNEACED-.090PJBNLERLAYER-
3 9520 65164 INIEGRAL F14 FRAME BILL UWANNEALED(5116"LAMI)
X FRANESILL L 7181 LAM LG-GLASS:118"ANNEALEDOUBOARD-
4 9670 69870 BO5 7940 65102 FOXFRACED iTLN 32 AIRSPACE-118"ANNEALED-.093FVBNTFRLAYB2- .035 ITEM 40,
6 7126.1 85103 MEETING RAL RETNFORCENBJT '
33 118°ANNEALED(5/16"LANA I.G. BEAD
7 7942 65109 SASHSTOP '
8 8873 65117 SALANCECOVTRS 34 MAT'L:White Ridged PVC
0 7092 65105 SASH INTERLOCK by MIKRON Industries,Inc.
10 61844W WSTP.,.187 X..270 FN SEAL we LAM I.G.GLASS:1/&'TEK-UUDouroOARD- DWG NO.6492
11 7092.1 65114 SASH RFNIFOrA'X17dag 35 AIRSPACE-1/8"ANNEALED-.090 PJB NTERLAYfR- 828
12 7093 65106 SASHSDERAL 1/8"ANNEAL<D(6/16"LAMA x272
13 7745 65113 SASH LFT RAIL 314"LAMI I.G.GLASS:1/6"ANNEALED CUMOARD- Ir_
14 1669 716695P MRSLVFORTRAIE 36 AIRSPACE.UB°ANNEALED-.09oP/BNTFRLAYER-
15 1 156110 71094 TLT BAIANCE SHOES -
1/8"ANNEALED(6116'LANA
16 1666 7Fri4'SSPF PIVOTBARS 37 ITEM 41,
17 76208SLAW CAMSVVEEPPLOCK 38 '
18 76133SLKIN CAMSVVEEP LOCK KETER 39 SLICONEDOW1109 SDL BEAD
19 79803VYF WEEPHOLECOVE2 40 6492 65112 GLAZNG BEAD MAT U White Ridged PVC
20 7875RHTL RHTTLTLATCH 41 8483 65148 SCLGLAZING BEAD by MIKRON Industries,Inc.
21 7875LIM LHTLTLATCH - DWG NO.8483
• 22 71669SP ALUM SCREWSUPFORTPLATE
23 71038W NSTALLHOLEFUXi
24 71684K SETING BLOCK
26 71684AK SETING BLOCK-SELF ADESME
( ) PRODlCf'B- lite Flurida
26 78X1FPIWX 6 X 1"FH TECH 410 SS PAPTT® dyln8�'
27 7812FPIVYX 8 X 1Tl"FFi(410 S3 PANTID) Bu(IdinII in .�?��1 o Q
28 76X2TPA410X 6X2"THVNYLSCRLWSS AD ,Y7�ic79 Ih�
29 7SX114FPAB41OX 118 X 1 114" ��—`�''
30 8X1 FPAX 118 X 1" NUit.1 Dadc P��
1.440 410
1235 ,870
60—yi i
PRODUCT REVISED
ti 050 ,5 8 -c'"'pl)-ftwilh lho Florldctt
I3nildibi;Cudo
1. 35 .065
1.(47 Acceptance No) .
1. 18 Papirclicn Datc TMl• j! (LT-
OGS 080 BT`�,G�/kfVl/t�
,083 Miarn�Dade Product CanlRw
. --I I-- ITEM 11,
110 �.
SASH REINFORCEMENT
ITEM.5, ITEM 6, ITEM 9, MADWGNO.7091T6) `\11"0 NYILYNN4>1�11���
FIXED MEETING RAIL FIXED MTG. RAIL REINF. SASH-INTERLOCK
MAIL:White Ridged PVC MAT'L:Alum.(6063-T6) MATT:White Ridged PVC _ NO.58705
by MIKRON Industries,Inc. DWG NO.7126.1 by MIKRON Industries,Inc.
DWG NO.7940 DWG NO.7092
nmaup Dean rt.,sstrr: w."„w %�O••. sTAT�0
D.O. 11J25N6 A PER MIAMI-RADE LETTER DATED 10!31108 PARTS LIST AND EXTRUSIONS ��(� '•.F<ORIpP•,.•'
fl n ur a.tivxa 1070 TECHNOLOGY DRNE . T Vinyl Single Hun Window,Large Missile Impact
'� ''/,OVAL'E: 0%
\
D.O. 17118470 D ADDED DIMENSIONS TO ALUM.EXTRUSIONS NOKOM13,TL34275 T°'0 i�s7, —
JJ 10/07111 C NO CHANGETRISSHEET P.O.BpX 1628 , y �,,,. y,�„n aK tr 1 ttt
A.LYNN IUILL�R,P.E.
ran,nM:o„� „ o,,,; Noi<oMls.FL 34274 lru1L1�Deear SH500 NTS 7 a 11 5191-1 C FL P.E.#58705
D.G. 08107108
OPTIONAL
3.250 FLANGE 3.250
3.25
D .040
D
lu�
2.2. 84E4
,�-7 ODOD
~.060 2. 00 � .040
0
F-In ooaDD o.060 .060
ITEM 2, •
ITEM 3, INTEGRAL FIN SILL BOX FRAME HEAD/JAMB OPTIONAL ITEM 4,
MA PL:While Ridged PVC by MIKRON Industries,Inc. MATT:White Ridged PVC
OPTIONAL DWG NO.9285 by MIKRON Industries,Inc. FLANGE BOX FRAME SILL
FLANGE DWG N0.9288 MAT'L:White Ridged PVC
by MIKRON Industries,Inc. Icoeucl'Ia:NcuE-"
DWG NO.9286 �cw"Ph'"K•viOn,aFluridx -05
uildinOCndo —�O
I
OPTIONAL :910 ecce Imlce No
,o-nSDawo 2�
FLANGE 847 r °! Pcodo.
3.250 �� I.liand dada ct COnrtot
U47
�5
1.150 .065
0
3.(25
Il�oso .11 D PmRcODUCrftBRE
dVlhIStB}roD
ldingCodo
.040 AccepinNl 40
Fll3
ITEM 12, ITEM 13, Expiroiul
n7 midn�
I
i�
SASH SIDE RAIL SASH LIFT RAIL MiM1V1eProda'ConlZ1/
D MAT'L:White Ridged PVC MAT'L:White Ridged PVC
by MIKRON Industries,Inc, by MIKRON Industries,Inc. 11111
DWG NO.7093 DWG NO.7745 �Yt1N MN lFR'i�
ITEM 1, INTEGRAL FIN HEADIJAMB
MAT'L:White Ridged PVC by MIKRON Industries,Inc.
DING NO.9287 (A- �pfrolll t2u`
Rnd By. 011 RnA r ' '• 81A�EO �•�;
D.G. !/26)08 A PER MUUII-0ADE LEITER DATED fO/8fN8 EXTRUSIONS �O
1070TECHNOLOOYDRNE % �(. ••.,FLORA,•• �\
D.O. fz1faw S NO CHANGE THIS SHEET NOKOMIS.FL 34275 Ttlr
R w. aw R �— Vin I Sin le Hun Window,Large Missile Impact '�,S 4ONAL,�`
JJ taiwif C NO CHANGE THIS SHEET P.O.BQK 1620
_.r.ae�a q O„a NOKOMI5,FL 34274 Visibly Berar 5.k d °"` �"r a..9pw. Rk A.LYNN iLL��t,P.E.
D.D. 0=108 SH500 Half 8 .11
5181-1 C FL REX 58765
ANCHOR QUANTITIES
TABLE 1 WINDOW WIDTH ANCHORAGE NOTES FOR BOX FRAME:
View 1.ANCHOR TYPES: 1-3116"ULTRACONS
1/1 16 20 24 28 32 36 40 44 48 521/8 2-#10 SCREWS
Fixed Sash 2.ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMENSIONS.
36 24 HEAD- 6"MAX.FROM TOP CORNERS
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 JAMBS-9"MAX.FROM TOP CORNERS'
W 25 45 30 ('NOT TO EXCEDE 1/4 OF TOTAL WINDOW HEIGHT)
1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 G"MAX.FROM 4"MIN.BELOW MTG.BOTTOM IL
CORNERS
N 30 54 36 1 1 2 2 2 2 1 2 1 2 SILL-ANCHORS NOT REQUIRED
3.INSTALL PER THE ADJACENT TABLE ANCHOR
O 35 621/2 42 1 2 1 2 1 2 1 2. 1 2 1 2 1 2 2 2 2 2 2 2 " QUANTITIES USING THE DIMENSIONAL CRITERIA OF
W 40 46 NOTE 2.
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2-T-3 4,ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT
EE
54 2 2 2 2 2 2 2 2 .2 2 2 2 2 2 2 3 2 3 2 3 OPTIONAL FLANGE.
6.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 11.
60 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2 3 66 1/1 WINDOW
2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 4 62118'72 2 3 2 3 2 3 2 3 •2 3 2 3 2 3 3 3 75 -
3 3 3 3 3 3 3 3
ItoDUCr-14 Ilio Florida
Example:52.125 x 75 For 1/1 Windows Dnildingn3 CCadSaarod /1, ,
1 —— —— AccePINIco<\aa
76, Datew
3 ♦ It
Anchors required In the head
Uodc Paoduct Cwrisol
Anchors required below the MTR — — ——
Anchors required above the MTR
Example:52.125 x 62.500 For View Windows VIEW WINDOW '^RODUCTREVISED
52118" rs complying\vilh ilia Florida
Building Cade
3 Head"" 3
I 'I AcccPlanco No /' 3.
3 4 2 2 - - I I I -- Esgimlla -014-
By
Sas h� Miami,Dadc Product Controb
Fixed" .6H FIXED
NOTE FOR VIEW WINDOWS USE VIEW FIXED WINDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND 621/2' Ni(LYNN M '�i7j
ABOVE THE MTR,AND USE THE VIEW SASH WINDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MTRZO,..••••••.
MAXIMUM HEIGHT FOR VIEW WINDOW IS 621/2", — —— P \\CENSE''•.F�
4H SASH NO.58705
NOTE:FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. = O'• �:
ne.aoY are: ne,s�ww o..x».ev •, 7 0 (O I/ 111
D.O. 11125/06 A PER MLWI•DAOE LETTER DATED IO/31/08 O S OF
�11J�0"O
1o70 TECHNOLOGY DRNE ^ ANCHORAGE SPACING i',C�••,,A(ORIODnO. Regia ADDEOANDMODIFIEDVILWW/NDOWENMIPLES NKOMI9,FL34275 �� V/n 1 Sin le Hun Window,Lar a Missile Im act "'-,i`S/ONA1-33 f C NO CHANGE THIS SHEET P.O.O x1626 (/ `�,,pr ra�aae NOKOMISFL34274 YL,(bly Better se+eaaLart — stat A.LYrIfSIM'ILIrLK P.E.'
D.O. 08 SH5W NTS 9 a 11 5181-1 C FL P.E.#58705
• 1
2x WOOD BUCK
#10 SCREW (SEE NOTE 3)
1/4"MAX.oSHIM— 13/8"MIN.
1 318"MIN.
2x WOOD BUCK
(SEE NOTE 3)
OPTIONAL
FLANGE
D M1/4"
AX.
SHIM
O1110 SCREW
OPTIONAL FLANGE
JAMB W/BOX FRAME HEAD W/BOX FRAME
THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD
1x WOOD BUCK
(SEE NOTE 3)
1318"MIN.- 3/8
�
3.6 KSI MIN.CONCRETE i MIN.
1/4"MAX.SHIM— Imo— OR 1.6 KSI MIN.CMU •~._�„_- •—1•
- - PRODUCT RpNBWRD
.OPTIONAL a5 comp1YIo3•Nh 1ho Florid, qq
® UDeO iVidb• FLANGE Building Code
114" Aacptw+ccNo J a1
�O( ' MAX. P /
SHIM 41T�
•
1,1iwni ode Pmdurl Cnnlrol
'•�.l 3116'ULTRACON
�:• •
1.WOOD BUCK 3116'ULTRACON
(SEE NOTE 3)
- OPTIONAL FLANGE �
JAMB W/BOX FRAME HEAD W/BOX FRAME PRODUCT REVISED
os compy4ng>vilh lh0 Flmida
THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE e.Ildiag CodeAcccPlaI'll 110
1x BUCK OPTIONAL 1x BUCK OPTIONAL ExpirntioillTulc t4
• n1 /,p v ,
NOTES: M ir�du Pru uct ota.1 �
1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3116"ULTRACON,EMBEDED 1318"MIN.,DISTANCE FROM ANCHOR li
TO CONCRETE EDGE IS 1"MINIMUM.
2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE 010 STEEL SCREW,EMBEDED 1318"MIN.. 111 I I 1 I
3 WOOD BUCKS CAN BE INSTALLED DI DIRECTLY TO SOLID CONCRETE.CTED IN THE SECT16NS ON IWOOD BUCKS DEPICTED-AS 2x ARE 1AGE AS Ix ARE BUCKS WHOSE L1/2"ITHICK OR GREATER. INSTALLATION:f0 THE SUBSTRATE OF WOOD CKNESS IS LESS THAN 1 112% Ix WOOD BUCKS ARE OPTIONAL IF IT \\�� o�1V LYNN
BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. .
4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL - * No.58705
BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE
SPACING FOR ULTRACONS MAY BE USED. '�'; C(• 10+1
R_,w , roti R.w - a • Q S E OF <C/
D.G. !1/26/08 A PER MW61l-DADE LETTER DATED 10!31108 ANCHORAGE DETAILS-BOX FRAME "� FGOR70�`.•'' ��
1070 TECHNOLOGY DRIVE //""ON
_`\G
D.G. 12/lfx aW B NO CHANGE 7HISSHEET NOKOMIS,F'L34276 i� S/
Jig 10/07/11 �C NO CHANGETHISSHEET P.O.BOx1628 P V�iinyl Single Hun Window,Large Missile Impact �" r I I X11
c NoKOM19,FL34274 Y&lbly Better A.LYNt MiLLt`}2,P.E.
O.G. 0&107/08 G. sHsoo NTS 10 a 11 5191-1 C FL P.E,#58705
S
2x WOOD BUCK
.(SEE NOTE 2)
1/4"MAX.SHIM-1 I�-- 116'DIA,x 1 12•NAIL, 2x WOOD BUCK SI
V MAX.FROM (SEE NOTE 2) u
CORNER&4 1/8'O.C..
1/4'MAX.
JI J�LJI� SHIM
OPTIONAL p OPTIONAL FTT
�••� FLANGE FLANGE
MAX.
1/8'DIA.x 1 12'NAIL, a SHIM // O
2 114'MAX.FROM 118'DIA.x 1 12'NAIL,/
CORNER&4 118'O.C.. 5'MAX.FROM
CORNER&4 118'O.C.. 2x WOOD BUCK
OPTIONAL FLANGE (SEE NOTE 2)
JAMB W/NAIL FIN HEAD W/NAIL FIN SILL W/NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
pRODUCTRENHWED
. ac complying wiLh the Florida�
Building Code
A tanca No
' - ue i aUat O G
By' f
Mic 1 Dadc Prod.d Comrd.
I
" ^ODIICT RL-VISED
compl)*rpvith tho Florida
Building Codo
nc
Ex italitio No
L1/•f l/
' on DNa '"
NOTES: Miami•Dade Product a'
- � comr
1.FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE 118'DIA.x 1 1/2"NAIL.
2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2'. 1x WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 112"THICK OR
GREAT R. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING ��ON(LYNNJURIS4/1e�'�i��
3.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-75 AND A MINIMUM OF 1/6•THICK.THE \P��••' �10ENSF'•..tSp
ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. */ No.56705
IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. L`;
t o�/ol(
D.G.t1famNAS PER MIAMI-DADELETTER DATED 10131108 °�"6°'" :0 ' STAT-O1070 TECHNOLOGY DRNE ANCHORAGE DETAILS=1nfe rai FIn Frame ; �S,S.FLDRIDD.G. D NOCHANGE THISSHEET NOKOMIS,FL 3/276Ta33C NO CHANGETHISSHEET P.OiRX1520 —� VLn 1qIn leNun Window,Lar a Missile Im act �OKOMIS,FL347/4 VuiG/lleerer -'"aB �" ""` °i"r""+' 2'' A.LYNtvIILLER,P.E.
DSH500 NTS 11 d 11 5191-1 C FL P.E.#58705